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HomeMy WebLinkAbout3.2-544 Record DrawingLI SHEET 7 SHEET 2 SHEET 3 CA L TRA T OF DRAWINGS Tl TL E SHEET TRA FFI C SI GNA L STREET SIGNING AND STRIPING PLAN CITY OO F BA ; NJ TRA FFIC SIGNAL AND LIGHT/NG SYSTEM INS TA L LA TION ON HOSKING AVENUE AND SO H STREET s zoos STANDARD PLANS FEDERAL PROJECT NO CML -5709(767) X w G OH TV CITY STANDARDS S-6, Tl --19 CokVENTIONAL SYMBOLS EA SEMEN T — — EXIST. CURB & GU T TER RIGHT-OF-WAY - - - - - - - - - - - - - -- EXIST. A. C. FL0WLINE CEN TERL INE - - - EXIST. EDGE OF PA VEMEN T RAILROAD TRACKS n GUARD RAIL CHAIN LINK FENCE IMPROVEMENTS TILITY SYMBOLS EXIST WATER LINE s EXIST GAS LINE So EXIST AERIAL E LINES EXIST UNDERGROUND T TV CABLES M. H. MANHOLE P.P. Au POWER POLE FO EX STING MONUMENT ❑� FU TURE MONUMENT S.L. 3:� ST EET LIGHT STREET LIGHT W/MAST ARM is C.O. CL AN OUT EXIST SEWER LINE EXIST STORM DRAIN EXIS T UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE ^F. H. �lJ` ES—)A W.M. E,5—,3C ❑ ES—SC W.V. ES -9B A208 RSP ASSA G.M. ES -18 ® E —4A ES -5D ES -10 A20C A87B ES -7C —48 ES -6A ES -17 A20D ES -25 —4C ES -6B r-71 A24A ES -2C —4D ES -7A r-72 A248 ES -2E —4E ES -7F ES -13A A24C ES -3A E3 -5A ES -7H ES -938 A24D ES -38 E3 -5B ES -8 A20A A24E X w G OH TV CITY STANDARDS S-6, Tl --19 CokVENTIONAL SYMBOLS EA SEMEN T — — EXIST. CURB & GU T TER RIGHT-OF-WAY - - - - - - - - - - - - - -- EXIST. A. C. FL0WLINE CEN TERL INE - - - EXIST. EDGE OF PA VEMEN T RAILROAD TRACKS n GUARD RAIL CHAIN LINK FENCE IMPROVEMENTS TILITY SYMBOLS EXIST WATER LINE s EXIST GAS LINE So EXIST AERIAL E LINES EXIST UNDERGROUND T TV CABLES M. H. MANHOLE P.P. Au POWER POLE FO EX STING MONUMENT ❑� FU TURE MONUMENT S.L. 3:� ST EET LIGHT STREET LIGHT W/MAST ARM is C.O. CL AN OUT EXIST SEWER LINE EXIST STORM DRAIN EXIS T UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE ^F. H. �lJ` FIRE HYDRANT W.M. SF ❑ WATER METER W.V. LF N WATER VALVE G.M. LF ® GA S ME TER G.V. N GAS VALVE {� BENCHMARK E- VEHICLE DETECTION CAMERA Q PRE-EMPTION DEVICE w zt77 c > I --z o D C F -T. PANAMA LANE PROJECT L OCA TION 0 HOSKING AVENUE Q GOLDEN VALLEY 0Ld HIGH SCHOOL J w I \ w T FT HWY (P NAMA D) z w a z 0 z LOCATION MAP FEDERAL PROJECT SIGNAL HOSKING AVENUE AT SOUTH H STREET NOT TO scacE I FINAL PAY QUANTITIES I ROAD WAY EXCA VA TION REMOVE TRA FFI C S TRI PES AND PA VEMEN T MARKINGS THERMOPLASTIC DETAIL 22 THERMOPLASTIC DETAIL 27 THERMOPLASTIC DETAIL 29 THERMOPLASTIC DETAIL 38 THERMOPLASTIC PAVEMENT MARKINGS (WHITE) 995 C Y 2660 SF 690 LF 950 LF 395 LF 568 LF 90 SF Job No.: TOK202 File Path: S: \PROJECTS\Rlt \Projects 09-10\ TOK202—SoHStHosking \ TOK202 —SoHStHosking-4-02-10. dwg T Nome: TOK202—SoHStHosking. dwg M LOSANGELES N O SAN DIEGO U STATE OF CALIFORNIA NO TE.- THE ETHE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: NOTE CL,4SS 14 or C-10 THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Q W j 0 Z W � I� Q APPI40VEFV BY= RAUL M OJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE e PUBLIC OR DIRECTOR ,J 00ESS/o 0 A RN�� F APPROVAL RECOMMENDED BY: Q Lu m Q C 46803 'J yF Exp. 6-30-11 22. 15 * ASSISTAN PUBLIC WORKS DIRECTOR DATE CIVIL OF CA��F (� CIVIL ENGINEER IV - N ENGINEERING DATE 5-V TRAFFIC ENGINEERING DATE TRAFFIC SIGNAL ;AND LIGHTING SYSTEM NO 1 OF HOSKING A VENUE A T SO H STREET 3 SHEETS 0 1 2 5 CONSTRUCTION NOTES: ' of 6J2U 0 �OFESS /p O wCd ro Nq AN . ` 10 CONTRACTOR SHALL l STALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120v/240v TYPE 111—BF, FURNISHED II o!Rq F� AND INSTALLED BY TH CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE 116. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT Q SHALL BE PG&E #043 59. •�^2 'j � .. ., t REGISLi TERED Cl VlL ENGINEER � C 46803 ❑2 CONTRACTOR SHALL / STALL CONDUIT FROM ELECTRICAL SERV/CE PO/NT PG&E 043459 PULL BOX TO TYPE N—BF SERV/CE PEDESTAL. ALL OTHER PULL ` # Exp. 6-30-11 BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. C CITY OF BAKERSFIELD q CIVIL 3 ALL NEW SIGNAL lNDI TIONS SHALL BE 12" LED "RED, " "GREEN, " AND "YELLOW" PER SPECIFICATIONS. TIONS iij'I 1 " ` 15 0 TRUX TUN AVENUE TF ❑ ;: ( lE € W o i G G 3 OF \� BAKERSFIELD, CA 93301 CAS ® CONTRACTOR SUPPLIEL LUMINAIRES SHALL BE CUTOFF TYPE, 20OW HPSV ON POLES O & O AND 300W HPSV ON POLES ©& r REVISIONS ❑5 ALL PEDESTRIAN INDIC TION MODULES SHALL BE NEW, LED "UPRAISED HAND," AND "WALKING PERSON" COMBO, INTERNATIONAL SYMBOL TYPES AS DETAILEDI G I I I I �� • , ' ... • I.... SEE INSE IN THE SPECIFICA TION . I "�J < < No. DA TE DESCRIP TION © LOCATIONS OF THE STINDARDS SHALL BE 4' MINIMUM BETWEEN FACE OF THE POLE AND THE FLOWLINE, OR 5' BEHIND FLOWLINE WHERE APPLICABLE, OR AS DIRECTED B Y THE ENG NEER A T THE SI TE. I I 'SCALE: I "=2C ❑7 CONTRACTOR SHALL I STALL (4) CITY—FURNISHED OPTICOM 711 PRE—EMPTION DEVICES THE CONTRACTOR SHALL FURNISH AND INSTALL CABLES AND 12' MOUNTING HARDWARE PELCO AB -121). ONE OPTICOM 754 PHASE SELECTOR UNIT WILL BE INSTALLED IN THE CABINET BY THE CITY. EXACT HARDWARE o — — 1-5' Z MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN THE FIELD. THE CONTRACTOR SHALL PROVIDE AN ON SITE PRE—EMPTIONII I rn TECHNICIAN AND SHALLCONTACT A QUALIFIED PRE—EMPTION DEVICE REPRESENTATIVE 48 HOURS PRIOR TO SIGNAL ACTIVATION. II i �....''.. F CONTRACTOR SHALL I TALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS V I II � J � • 2 �• 1 � � 0 NEW SIGNAL POLES, A POLES, SIGNAL POLE AND LUMINAIRE MAST ARMS, SIGNAL POLE AND L UM/NA/RE MAST ARM CONNECTION HARD WARE, AND i II ; :15 k 9 0 I E E • q / / ANCHOR BOL TS WILL 3E CITY FURNISHED AND DELIVERED BY THE CONTRACTOR TO THE SITE FROM THE CITY AIRPORT LOCA TED A T 2000 SO UNION A VE. CONTACT C/ T Y'S ELECTRICAL SUPERVISOR AT LEAST 48HRS PRIOR TO PICK-UP. ALL OTHER EQUIPMENT SHOWN /N THE POLE SCHEDULE, EXCEPT STREET NAME SIGNS SHALL FURNISHED BY THE CONTRACTOR. ALL PEDESTRIAN PUSH BUTTONS SHALL BE ADA AND PLACED AT A MINIMUM HEIGHT OF 3' i I II 345 ( E 8 I _ , 9' 332 CONTROLLER CABINET 10 332 CABINET ASSEMBLY SHALL BE SET 4 (FOUR) FEET FROM THE BACK OF EXISTING CURB (MAX). SEE SIE CORNER DETAIL1 II I 1ic?/i ! ' ' l w 12 2 .P. HOSKING A VENUE - ROW FO FO FO I S SCHEDULE , POLE SCHEDULE MASTARM SIGNALS SIGNS LOC. STAND LIGHTING WALK VEHICLE W -D PPB ST. NAME SIGN Ob SIGNALS DON'T WALK :0' .O POLE OR MASTARM MOUNTEDREMARKS A 19-4-100S SV-1-T(C SP -1— T(C) 02 HOSKING A VENUES 8 7 25*(S L MMA () (C) RJ -4 3" 3" 3" 2" 2" — B TYPE IA(S) TV- 02 R9 R9-3 (C) SIGNAL POLE TO BE SET CONDUCTOR AA23 RUN 24 25 (C) 5 EAST OF CROSSWALK. DESIGNATION N N N N N — 29A -5-100(S) 15 (S) SV-1—T(C MAS(C) SP— �4 C SO H STREETS) 8 7 '8 CONDUCTOR 55 (S) L T MA T C R3-4 2 CONDUCTOR p TYPE 1A(S) TV -2— T(C) SP -1— SP -1— T(C) (C) 04 (C) 4 04 (C) 9 CONDUCTOR 5 CONDUCTOR E 19-4-100(S) 15'(S) 25, (S) SV -1— T C MAT C AIG A VENUE(S) 4 8 7 010 LIGHTING 4 RE-EMPTION 2 PAIR 19 AWG F TYPE IA(S) TV -2— T(C) SP -1— T(C) 06 (C) 06 (C) #2 SERVICE #6 SERVICE 2�6 G TYPE lA TV-1—T(C) SP-1—T(C) 06 6 �6 ( 9A -5-100(S) 15'(S) SV-2-T(C) R9 -3a, R9-3, R3-4 (C) 8 7 55' (S) L T MA T C SO H STREETS) (S) City Supplied, (C) Contractor Supplied Traffic Signal andLighting System Installation SHEET NO. Hosking Avenue t South H Street 2 OF 3 0 1 2 3 EX DIKE STA 9+90 S END C PA VEMENT CONST. CONSTRUCTION NOTES= C . 3 QRpFESS/ON 1 CONTRACTOR SHALL REMOVE CONFLICTING PA VEMENT MARKING/STRIPING AS�� �O9 REMOVE SIGN PANEL AND REPLACE WITH SIGN PANEL INDICA TEDDEAN. q � INDICATED ON THE PLANS 10 SAWCUT AND REMOVE EXISTING PAVEMENT AS SHOWN ON THE PLAN. INSTALL NEW PAVEMENT SHA . � ' ? � � OZ INSTALL THERMOPLASTIC CROSS WALK, STOP BAR MARKING. DED AR � �_ �� Z ( EA) REGISTERED Cl Vl ENGINEER R=25' F13 ,;. ,r9 oo, WITH .45' TYPE "A" AC OVER .40' CLASS 11 AGGREGATE BASE OVER 1.65' NATIVE SOIL COMPACTED TO 952' C 46803 O3 INSTALL THERMOPLASTIC DETAIL 22 RELATIVE VE COMPACTION SEE DETAIL SECTIONS L=23.5' m r `, I C ONS A AND B THIS SHEET GRADE AREA BEHIND NEW EDGE OF * Exp. 6-30-11 O INSTALL THERMOPLASTIC DETAIL 27 PA VEMENT AND BACK OF RAMP ON S/W, N/W AND N/E CORNERS TO MA TCH EXISTING GROUND, MAX SLOPE 4. 1. �— Cl TY OF BAKERSFIELD s� P ° s 2' SAWCUT (TYP) 5'(TYP (nW - 11 CONSTRUCT CASE "A " ACCESS RAMP PER CAL TRANS RSP A88A LA TEST R 1507 TRUX T 9 C 1 I L �� 3 EX DIKE � ) - ' � � � 5 INSTALL THERMOPLASTIC DETAIL 29 SYSTEM ON THE SIE CORNER. � RE INCLUDING DETECTABLE WARNING BAK UN AVENUE TF � F0� / ERSFIELD, CA 93301 OF CALF m EX UTILITY POLE AND 0INSTALL THERMOPLASTIC DETAIL 38 12 INSTALL TYPE "A " AC DIKE PER MA Y 2006 CAL TRANS STD PLAN A87B, LA TEST VERSION AS SHOWN ON THE ECR MARKERS TO BE REL OCA TED 61' PLANS PROVIDE 5 LF DIKE BREAKDOWNS A T EACH CROSSWALK AS SHOWN ON THE PLANS, THIS SHEET REV/BIONS BY OTHERS. 3� ECR O7 INSTALL THERMOPLASTIC TYPE lV(R), TV(L), PAVEMENT MARKING R=30 AS INDICA TED ON PLAN 13 CONSTRUCT AC ACCESS RAMP PER SECTION "C" ON THE N/W AND S/W CORNERS. THE TYPE "A " AC DIKE ON THE No. DA TE DESCR/P TION L=46' I I 8 REMOVE N1W CORNER SHALL BE R= 25' AND L =18. ' O E SIGN INDICATED 5 TO OPENING. THE REMAINING DIKE SHALL BE REPLACED IN-KIND ALONG PATH OF EXISTING DIKE, REMAINING DIKE IS L=225' INCLUDING 5' BREAKDOWN.. C 5' 3 - 2 W Corn er Type A Dire and Pavement Detail3 / / 1=20' � v PRWIDE OPEN/NG AC DIKE Z SOUTH H STREET IN AC (TYP) ALL W o z N S W Corn er T p e "A " Dire ACCESS RAMPS. J� J JV 1 115 SF Ln and Pavement Detail 1=20' � Q o� e�� �^q�.,r, N mzR9 � -� , II / r R W oWQm p� Q) /W -`�''a`-�� 1 /W N W 10 0.45' A. C. 0.45' A. C.- 0. 40' .0.40' A.B.10 0.40' A.B. _2% �2' _SAWCUT 2% I 2_ % 2' SAWCUT—� 2% EXIST/NG PA VEMENT 1.65' NA TURAL GROUND COMPACTED TO 1.65' NA TURAL GROUND COMPACTED TO 952' MAX RELA TI VE DENSI TY. 1 0 q7 MAX RELA Tl 00 > 12'X120' PA VEMENT ANGLE POINT N z FOFO EX EP Lnrn � q( £FF NE, yz. J Zi ���� C0 0 0 475 LF 4 SCALE: =30 z o z, n m m '� m � Z Z!w EX. EP 72 Qoo COWW �mQ� 820 SF 1 �� 8Z R1-1 nm i W m o6 Z E 6 15 SF A. Row Q "K 15 SF 7 FM 4: 1 2' —� _ - — — _ i O— 8' 8' 0 --- --- � L — _ SAWCUT (2' TYP.) 80 SF -- SAWCUT (2' TYP.) � _ _ - — 5 TYP. 1 105 SF H h WAR M 13 5 2 , NEW CANAL ROW i 15 SF 6 6 11 Ik 7 z � 200 LF 8 R1-1 L Q StC7 Of Y s. 1 105 SF ot 1 115 SF 5� M.H. SAWCUT .(2' TYP.) p .Y 1 51 SF oJOn Jill 9 W3-1, 10 0.45' A. C. 0.45' A. C.- 0. 40' .0.40' A.B.10 0.40' A.B. _2% �2' _SAWCUT 2% I 2_ % 2' SAWCUT—� 2% EXIST/NG PA VEMENT 1.65' NA TURAL GROUND COMPACTED TO 1.65' NA TURAL GROUND COMPACTED TO 952' MAX RELA TI VE DENSI TY. 1 0 q7 MAX RELA Tl File Name: TOK202 SOHStHoskin—4-02-10 Drawn: RL T PUBLIC WORKS DEPARTMENT Job No.: TOK229 Engineer: NF Date: Jul. 21, 10 Checked By: M VE DENSI TY. HOSKINGS AVE STA. 4+89.20 TO 9 + 63.60 N R/W _— f s 12'X120' 2 105 SF FOFO EX EP Il � q( £FF NE, yz. J Zi C0 Q 1 Ste 04- 0 m m '� m � Z Cd Ly 72 Qoo COWW 8Z R1-1 Z E 6 15 SF A. Iry —� O— 8' --- 0) � L — _ SAWCUT (2' TYP.) 80 SF 384 LF 4 NEW CANAL ROW i 15 SF 6 11 Ik z � 200 LF 8 R1-1 L Q Y 1 105 SF ot 1 115 SF oJOn Jill 9 W3-1, j 06 m N NOT AC L +LQ �Qo ff II i I� � LOCA Tl0 z o z WWW co CITY OF BAKERSFIELD, CALIFORNIA File Name: TOK202 SOHStHoskin—4-02-10 Drawn: RL T PUBLIC WORKS DEPARTMENT Job No.: TOK229 Engineer: NF Date: Jul. 21, 10 Checked By: M VE DENSI TY. HOSKINGS AVE STA. 4+89.20 TO 9 + 63.60 N R/W _— f s 12'X120' 8.5' FOFO EX EP Il � q( J rBNVQ Q OWE N �L m m ,!^ _> � Cd Ly Qoo COWW File Name: TOK202 SOHStHoskin—4-02-10 Drawn: RL T PUBLIC WORKS DEPARTMENT Job No.: TOK229 Engineer: NF Date: Jul. 21, 10 Checked By: M VE DENSI TY. HOSKINGS AVE STA. 4+89.20 TO 9 + 63.60 N R/W _— f s HOSKING A VE LO + t\ Q Q RN 4:1 W R/W `J - L JH YY(,u / 2% --a*- 2% I 0 7— EXISTING PA VEMEN T I 0.45' A. C. 0.40' A.B. 1.65' NA TURAL GROUND COMPACTED TO 952' MAX RELA TI VE COMPACTION. HOSKINGS A VE STA. 10+98.70 TO 14+82-80 N TYPE "A " ASPHAL T PA VEMENT PA VEMENT SEE 2' SA WCU T TO VAR/ES 1' 2% -III—I I EXISTING PA VEMENT 0.2' A. C. 0.45' A. C. 12 AC DIKE TYPE A, WITH 5' AC ACCESS RAMP PER CAL TRANS STATE STD PLAN A87B, LATEST VERSION. 1.0' NA TI VE GROUND COMPA C TED TO 952' RELA TI VE COMPACTION. C HOSKINGS AVE SO H ST 3 AC ACCESS RAMP AREAS NTS LEGEND= PLACE FULL DEPTH ASPHALT CONCRETE AS DIRECTED BY THE ENGINEER. 03 03 nnnnnc^i-n nr-C'111AI 111-A1=1 LAIC �RpFESS/pN� ,�, gEAN R �� w� G' m REGISTERED Cl VlL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD s� 9T`C/V' 1501 TRUXTUN A VENUE F OF CA1-�F�f BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 71 Traffic Hosking Avenue at South H Street 39-